摘要
对钢筋混凝土框架结构超过规范所规定的伸缩缝最大间距的温度变形与温度应力进行了研究,并提出了一个概念清楚、计算简便的计算方法,对设计有一定实际意义.
The temperature deformation and stress of ultralong frame structure are discussed, in which the space of telescopic joint is beyond the scope of China's concrete structure design code(GBJ 10 - 89). The suggested method is clear in conception and convenient in calculation, which has a practical significance for disigning.
出处
《建筑结构》
CSCD
北大核心
2000年第2期36-40,共5页
Building Structure
关键词
超长框架结构
温度变形
温度应力
钢筋混凝土
ultralong frame structure
temperature deformation
temperature stress
shear rigidity
